Odisha Hydro Power Corporation Limited Tender
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Costs
EMD
₹ 6,800Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Repair Of Right Side Embankment Of Power Channel
Description
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Contact
Tender Id
2019_OHPCL_55033_1Bid Award Id
ViewTender No
CHEP-02/2019-20 (Sl. No.1)Tender Authority
Odisha Hydro Power Corporation Limited ViewPurchaser Address
-Website
http://http://ohpcltd.com/
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Documents
BOQ Items
... More
Excavation of Excavated soil by mechanical means loading in to and transportation by mechanical means and unloading the soil within initial lead of 1.00 km on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.5cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in Dams and Dykes for all heights including constructions, maintenance watering and lighting of haul road and borrow area etc. complete as per direction of Engineer-in-Charge. (Measurement of the fill to be taken on the finished compacted section under OMC condition.)
387.9
12606
32.5
... More
Watering earth work upto OMC conditions and compaction by sheepfoot rollers and Dozers in layers not exceeding 22.50Cm to 95% dry density including hire and running charges of all the machineries complete as per direction of Engineer-in-Charge. (Measurement of the fill to be taken on the finished compacted section under OMC condition).
969.75
17164
17.7
... More
Rough stones dry packing in approns and revetment with hard granite stone 30cm size and above size including lowering or hoisting splays cutting with necessary projection etc and including cost, converyance, royalities and taxes of all materials, cost of all labour with T&P required complete as per direction of Engineer-in-Charge.
255.23
363064
1422.5
... More
Grouting approns and revetment 23cm deep with cement concrete (1:4:8) with 2.5cm broken granite metal per 1sqm and including cost, conveyance, royalities and taxes of all materials, cost of all labour etc. complete as per direction of Engineer-in-Charge at U/S slope.
272.5
58206
213.6
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